The 3-d stochastic analysis of progressive failure of rock slopes

Geotechnical Engineering for Disaster Mitigation and Rehabilitation - Proceedings of the 2nd International Conference GEDMAR08

Volumn , Issue , 2008, Pages 597-602

  Yang, Lingqiang ^a   Ma, Jing ^a   Chen, Zuping ^b  

^a UNIVERSITY OF JINAN   (China)

^b Shougang Insititute of technology   (China)

Author keywords

[No Author keywords available]

Indexed keywords

ARCH DAMS; DISASTERS; ELASTOPLASTICITY; GEOTECHNICAL ENGINEERING; RELIABILITY THEORY; STOCHASTIC SYSTEMS;

CREDIBILITY THEORY; CRITICAL SLIP SURFACE; ELASTIC PLASTIC THEORY; INTERFACE ELEMENTS; MOHR COULOMB CRITERION; PROGRESSIVE FAILURE; STOCHASTIC ANALYSIS; STOCHASTIC DISTRIBUTION;

FAILURE (MECHANICAL);

EID: 61849146369     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1007/978-3-540-79846-0_73     Document Type: Conference Paper

References (7)

1. Wang J.C. (1996). Stochastic theory in slope. Chinese Coal Engineer Press.
2. Chowdhury R. N. (1982). probability model of progressive failure of slopes. J. Geotech. Eng. 108(6): 803-819.
3. Yang L.Q, Lian J. J. and Zhang S. R.(2003). Analysis of creaking and overloading of arch dam. Chinese Journal of Hydraulic Engineering. 3: 55-63.
4. Zhang S. R, Guo H. Z. (1999). credibility analysis of rock slope. Journal of Soil Engineering. 20(2): 57-61.
5. Zhu B. F, (1998). Finite element method theory and applications. Chinese Water Press.
6. Yu M. H. (2002). Engineer strength theory. Chinese High Education Press.
7. Yang L. Q. (2003). Cracking analysis and safety evaluation for high arch dam. Tianjin University.